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SPRINJKR SYSTEM HYDRAULIC ANALYSIS <br />Page 5 <br />DATE: <br />5/18/2014 <br />C:\PROGRAM. <br />FILES\HRS <br />SYSYa\f1ASS\A1402.SDF <br />JOB TITLE: <br />EVERETT <br />LIBRARY <br />PARKING <br />GrRAGE <br />Pipe Tag <br />K-fac <br />Add F1 <br />Add F1 <br />To <br />Fit: <br />L <br />C <br />Frm Node <br />E1 (ft) <br />PT <br />(q) <br />Mode/ <br />Nom ID <br />Eq.Ln. <br />F <br />To Node <br />E1 (ft) <br />PT <br />Tot.(Q) <br />Eisch <br />Act ID <br />(ft.) <br />T <br />Pf/ft. <br />Pipe: <br />13 <br />5.60 <br />25.2 <br />Di�sch <br />8.00 <br />120 <br />14 <br />30.0 <br />21.4 <br />105.2 <br />12 <br />2.000 <br />---- <br />0.00 <br />13 <br />30.0 <br />20.2 <br />130.3 <br />2.067 <br />8.00 <br />0.153 <br />Pipe: <br />14 <br />5.60 <br />25.9 <br />D <br />sch <br />4.92 <br />120 <br />22 <br />30.0 <br />24.6 <br />130.3 <br />13 <br />2.000 <br />T:10.0 <br />10.00 <br />14 <br />30.0 <br />21.4 <br />156.3 <br />2.067 <br />14.92 <br />0.215 <br />Pipe: <br />15 <br />5.60 <br />25.2 <br />D'sch <br />3.08 <br />120 <br />19 <br />30.0 <br />20.5 <br />0.0 <br />1.500 <br />T: 8.0 <br />8.00 <br />15 <br />30.0 <br />20.2 <br />25.2 <br />1.610 <br />11.08 <br />0.025 <br />Pipe: <br />16 <br />5.60 <br />26.3 <br />D'sch <br />3.08 <br />120 <br />21 <br />30.0 <br />22.3 <br />0.0 <br />1.500 <br />T: 8.0 <br />8.00 <br />16 <br />30.0 <br />22.0 <br />26.3 <br />1.610 <br />11.08 <br />0.027 <br />Pipe: <br />17 <br />5.60 <br />27.4 <br />Disch <br />8.00 <br />120 <br />18 <br />30.0 <br />24.5 <br />0.0 <br />i <br />1.250 <br />---- <br />0.00 <br />17 <br />30.0 <br />24.0 <br />27.4 <br />1.380 <br />8.00 <br />0.061 <br />Pipe: <br />18 <br />5.60 <br />27,7 <br />Dlsch <br />3.08 <br />120 <br />23 <br />30.0 <br />25.6 <br />27.4 <br />1� <br />1.500 <br />T: 8.0 <br />8.00 <br />18 <br />30.0 <br />24.5 <br />55.1 <br />1.610 <br />11.08 <br />0.105 <br />Pipe: <br />19 <br />0.0 <br />0.0 <br />2.25 <br />120 <br />20 <br />30.0 <br />20.5 <br />25.2 <br />1.500 <br />---- <br />0.00 <br />19 <br />30.0 <br />20.5 <br />25.2 <br />1.610 <br />2.25 <br />0.025 <br />Pipe: <br />20 <br />0.0 <br />25.2 <br />19 <br />7.25 <br />120 <br />21 <br />30.0 <br />22.3 <br />142.4 <br />7 <br />2.000 <br />---- <br />0.00 <br />20 <br />30.0 <br />20.5 <br />167.5 <br />2.061 <br />7.25 <br />0.244 <br />Pipe: <br />21 <br />0.0 <br />167.5 <br />20 <br />7.25 <br />120 <br />22 <br />30.0 <br />24.6 <br />26.3 <br />16 <br />2.000 <br />---- <br />0.00 <br />21 <br />30.0 <br />22.3 <br />193.8 <br />2.067 <br />7.25 <br />0.320 <br />Pipe: <br />22 <br />0.0 <br />193.8 <br />2 <br />2.50 <br />120 <br />23 <br />30.0 <br />25.6 <br />156.3 <br />14 <br />2.500 <br />---- <br />0.00 <br />22 <br />30.0 <br />24.6 <br />350.1 <br />2.469 <br />2.50 <br />0.402 <br />Pipe: <br />23 <br />0.0 <br />350.1 <br />22 <br />17.75 <br />120 <br />24 <br />30.0 <br />26.5 <br />55.1 <br />1 <br />4.000 <br />---- <br />0.00 <br />23 <br />30.0 <br />25.6 <br />405.2 <br />4.026 <br />1.7.75 <br />0.049 <br />Pipe: <br />24 <br />0.0 <br />0.0 <br />75.00 <br />120 <br />25 <br />30.0 <br />31.1 <br />405.2 <br />2 <br />4.000 <br />T:20.0 <br />20.00 <br />24 <br />30.0 <br />26.5 <br />405.2 <br />4.026 <br />95.00 <br />0.049 <br />(Pt) <br />(Pe) <br />(Pf) <br />1.2 <br />0.0 <br />1.2 <br />3.2 <br />0.0 <br />3.2 <br />0.3 <br />0.0 <br />0.3 <br />0.3 <br />0.0 <br />0.3 <br />0.5 <br />0.0 <br />0.5 <br />1.2 <br />0.0 <br />1.2 <br />0.1 <br />0.0 <br />0.1 <br />1.8 <br />0.0 <br />1.8 <br />2.3 <br />0.0 <br />2.3 <br />1.0 <br />0.0 <br />1.0 <br />I-" <br />4.6 <br />0.0 <br />4.6 <br />t <br />